UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Drainage Work
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date31 Jul 2024
Closing Date20 Aug 2024
Tender Amount₹ 55,03,36,344 
Notes
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Costs

Summary

Laying Of Sewer Network And Associated Works In Ward 48 Of Npp Loni, Ghaziabad

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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1.50 to 3.00 m

46274.89

15099033

326.29

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3.00 to 4.50 m

33216.48

13622078

410.1

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4.50 to 6.00 m

26250.29

12594626

479.79

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6.00 to 7.50 m

22485.16

14104940

627.3

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7.50 to 9.00 m

11662.5

9615964

824.52

... More
Providing and laying 1:4:8 (1 Cement : 2 Coarse Sand : 8 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level :

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-

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In Beddding

2019.32

12671333

6275.05

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Providing and laying 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level :

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-

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In Beddding

8628.08

62967210

7297.94

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Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete.

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A. Open Timbering (0.00 TO 3.00m)

45185.04

21935981

485.47

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Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete.

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A. Close Timbering (3.00 TO 6.00m)

18912.14

20560711

1087.17

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B. Close Timbering (6.00 TO 9.00m)

6658.48

8214167

1233.64

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Disposal of surplus earth with municipal limits upto a distance of 2 km as per direction of E/I.

37828.32

6221623

164.47

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Providing of Double wall corrugated pipes, (DWC), SN-8 grade, including all taxes.

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-

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200mm

38730.75

15117386

390.32

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250mm

3516.1

2263594

643.78

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Providign non-pressure R.C.C NP-3 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.

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-

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300 mm

628.8

422333

671.65

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350 mm

1049.4

1157934

1103.43

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400 mm dia

144

172710

1199.38

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1200 mm

3192

19907706

6236.75

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1400 mm

450

3670087

8155.75

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Carting, Laying, Jointing & field testing from store (upto 8km) the following sizes of Double Wall Corrugated Pipes (DWC) pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint.

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-

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0.00 - 1.50m

-

-

-

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200mm DWC Pipe

29916.2

2052550

68.61

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250mm DWC Pipe

63.1

4329

68.61

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1.50 to 3.00 m

-

-

-

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200mm DWC Pipe

7933.8

579484

73.04

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250mm DWC Pipe

810.2

60951

75.23

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3.00 to 4.50 m

-

-

-

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200mm DWC Pipe

835.65

64821

77.57

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250mm DWC Pipe

2006.8

166564

83

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4.50 to 6.00 m

-

-

-

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200mm DWC Pipe

45.1

3736

82.85

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250mm DWC Pipe

636

59014

92.79

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Carting, Jointing & field testing from store (upto 8km) the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint.

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-

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1.50 to 3.00 m

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-

-

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3.00 to 4.50 m

-

-

-

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300 mm

137.4

83895

610.59

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4.50 to 6.00 m

-

-

-

402.7

262628

652.17

393.5

510424

1297.14

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6.00 to 7.50 m

-

-

-

88.7

63021

710.5

655.9

926891

1413.16

144.1

222889

1546.77

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1200 mm

1340

9917447

7401.08

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7.50 to 9.00 m

-

-

-

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1200 mm dia

1852

15228032

8222.48

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1400 mm

450

3811122

8469.16

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1600 mm

-

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-

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Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and drawing.

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-

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900 mm dia X 1670 mm depths

1314

23945797

18223.59

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1200 mm dia X 2290 mm depths

190

6288211

33095.85

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1500 mm dia X 4950 mm depths

307

40883708

133171.69

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1500 mm dia X 7500 mm depths

96

29106728

303195.09

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Addition or Substraction due to varition in shaft for following size of M.H.

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-

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900 mm dia X 1670 mm depths

824.73

-6468011

-7842.58

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1200 mm dia X 2290 mm depths

62.1

-600511

-9670.07

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1500 mm dia X 4950 mm depths

531.31

-14432186

-27163.4

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1500 mm dia X 7500 mm depths

301.53

-10910959

-36185.32

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Supply of all materials, labour, T & P etc. and constructing RCC circular M.H. of following sizes as type design and drawing.

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-

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2200 mm dia X 9000 mm depths

38

23821424

626879.59

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2400 mm dia X 9000 mm depths

5

3413134

682626.82

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Addition or Substraction due to varition in shaft for following size of M.H

-

-

-

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2200 mm dia X 9000 mm depths

55.26

-5570909

-100812.69

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2400 mm dia X 9000 mm depths

0.75

-81080

-108107.54

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Supply and filling local sand including watering, ramming, and dressing etc. Around pipe and over the pipe for cushion and protection.

7721.31

8849238

1146.08

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temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of (@ 20% of Total length)

9554

1639466

171.6

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Providing & Construction of Gully Pit 30x30x45cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 1houses & per hotels/ resort 1no.

4411

13149940

2981.17

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Addition or Substraction due to varition in Gully Pit shaft of Size: 30x30x45cm

555.79

-1841949

-3314.11

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Providing & Construction of masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as house sewer connecting chamber @ 1no. between 2 houses & per hotels/ resort 1no.

2205

16106797

7304.67

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Addition or Substraction due to varition in Masonary Chamber shaft of Size: 60x60x75cm

277.83

-1821906

-6557.63

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Supply of all materials, labour, T&P etc and construction of sewer house connection from Inter Connecting Chamber to House connecting chamber as per required length as per type design and drawing given in along with supply, laying & jointing of 110 MM(OD) DWC HDPE PIPEconfirming to IS- 16205 Part 24 or its latest amendment including supply to all specials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete

26466

7673287

289.93

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Supply of all materials, labour, T&P etc and making construction from House Connecting Chamber to already existing Manhole as per type design and drawing given in Schedule-B along with supply, laying & jointing of 160 MM(OD) DWC HDPE PIPEconfirming to IS- 16098 Part 2 or its latest amendment including supply to all specials. jointing materials, all taxes, excie duty, insurance, freight charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete

33075

9096948

275.04

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Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge:

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-

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Bitumen Road

3364.96

624267

185.52

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CC Road

2229.94

547561

245.55

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Tile Road

102657.86

12180355

118.65

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BOE Road

3344.92

396874

118.65

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Reinstatement of Road as per Specification in work of scope

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-

-

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Bitumen Road

3364.96

4660940

1385.14

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CC Road

1711.84

2323480

1357.3

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Tile Road (40% New)

77947.6

66213368

849.46

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BOE Road (40% New)

2567.77

1916532

746.38

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Supply of all materials, labour, T&P etc and construction of sewer house connection from house hold ( including outlet pipe from Toilet, Kitchen, Bathroom & Septic Tank) to inter connecting chamber (ICC) as per required length as per type design and drawing given in along with supply, laying & jointing of 120 (OD) MM DWC HDPE pipe confirming to IS- 16098 Part 24 or its latest amendment including supply to all specials like - door bend, p-trap etc. jointing materials, all taxes, excie duty, insurance, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismantling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete.as per scope of works

4411

10021792

2272

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Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.

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-

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In all type of soils including mixed strata / soil

-

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-

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500 mm dia RCC pipe

245

8830221

36041.72

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1200 mm dia RCC pipe

100

8127529

81275.29



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